Flood damage Restoration of Drainage Syphone at ch.4570 mtr. And Restoration of Earth Work, Lining at ch.5750 m ,5815 m and Providing Inlet at Ch. 5790 mtron Left bank main canal of Lakhigam Irrigation scheme.

Item No Quantity Unit Amount

(with brief specification and reference to book of specifications) (In figures)

Item No.1 Dismentalling the existing stone masonry including sorting out and

1 stacking the useful materials and removing the debries and making good the 18.12 Cum. 757.40

damage etc. complete as directed. (b) In cement mortar

Item No.2 Dismantalling the C.C. lining including including disposing off the

dismentalled materials as directed etc. complete. (a) 7.50 cm thick

Item No.3 :- Trimming of the canal section manually for preparing sub grade for

laying cement concrete

Item No. 4 Dismentalling the existing R.C.C.pipes of the following diameter

4 including sorting out and stacking of the useful materials including refilling the 7.50 Rmt 582.60

trenches etc. complete as directed. (NP-2 pipes) (b) 450 mm to 600 mm dia.

ITEM NO.5 Providing and laying plain / reinforced cement concrete lining of

1:2:4 praportion (nominal mix) in bed,side slope and curveture including mixing

5 transporting,placing,smooth finishing,curing including dewatering where 108.90 Sqm. 364.50

required (manually with conventional mixer without paver) (d) 7.5cm thick

lining in Bed & slope (with water curing)

ITEM NO.6 Excavation for foundation in all sorts of soil including yellow,

sandy, gravelly soil, soft & hard murrum, etc. dry condition including depositing

the excavated stuff in uniform layers in banks or as directed etc. complete for

lead up to 1.0 Km and all lifts. (By machinery)

ITEM NO.7 Providingand layingplain/ reinforced nominal Mix cement

concrete of various grade with cement,sandandcoarseaggregatesincluding

centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth

finishing, curingetc. completeforall leadand ift.(Manually with convetional

Mixer, Excluding dewatering) (i) M-15 Grade (1:2:4) Raft,Bottomslabofbarel,

footing of columns etc.

ITEM No. 8 Providing and placing in position reinforcement bars including

8 cutting, bending welding, joints where necessary, hooking etc. complete as per 74.63 Qtl. 7194.00

drawing for all lead and lifts. (b) TMT

ITEM NO. 9 Providing and laying plain/ reinforced Nominal Mix cement

concrete of various grade with cement, sand and coarse aggregates including

9 centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth 32.55 Cum. 3899.10

finishing, curing etc. complete for all lead and lift.(Manually With Conventional

Mixer, Excluding dewatering) Foundation - M-10

Item No. 10 : Providing and laying plain/ reinforced Design Mix cement

concrete of variouProviding and laying plain/ reinforced Nominal Mix cement

concrete of various grade with cement, sand and coarse aggregates including

10 centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth 324.80 Cum. 5146.50

finishing, curing etc. complete for all lead and lift.(Manually With Conventional

Mixer, Excluding dewatering) (iii) M-20 grade(1:1.5:3) (c) Piers, abutment,

wingwalls, headwall, returnwall etc.

ITEM NO.11 Providing and fixing in position (different diameter) NP2 R.C.C

pipe with collar including filling and caulking the joints with cement mortar 1:1

proportion, finishing, curing etc. complete for all lead and lifts. (g) NP2 class

600 mm dia pipe.

ITEM NO. 12 Earthwork in embankment using soil, soft & hard murrum

excavated from approved borrow area/village tank setc.including breaking clods,

dressing to the design section with lead upto 1.0 kilometer and all lifts.(By

poclane machinary)

Description of Item Rate

Item No Quantity Unit Amount

(with brief specification and reference to book of specifications) (In figures)

ITEM NO. 13 Providing and fixing in position (different diameter) NP2 R.C.C

pipe with collar including filling and caulking the joints with cement mortar 1:1

proportion, finishing, curing etc. complete for all lead and lifts. ete for all lead

and lifts.(900 mm Dia)

14 thickness of 15 to 20 cms including watering rolling of suitable capacity etc. 400.11 Cum. 10.40

complete as directed.

ITEM NO. 15 Manufacture, supply and erection of vertical gate consisting gate

leaf, stiffeners, rubber seal, embedded parts as shown in drawings including cost

15 if materials, fabrication, painting, erection in position with all accessories 1.00 No. 114753.12

second stage concreting etc complete as per drawing and specifications. Pipe

Type, Leaf Size (1.3 x 1.3)

ITEM NO. 16 Providing videography on the ocassion of function or for on

16 going construction work including dubbing, titeling etc. complete including 2.00 4 Hrs. 1230.51

cost of cassette/CD (b) Upto 4 Hrs.

Total Amount (in Fig.)

Total Amount (in Fig.)

Executive Engineer

Ver-II Project Division, Vyara.